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8726 10TH DR SE 2016-01-01 MF Import
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8726 10TH DR SE 2016-01-01 MF Import
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Last modified
4/17/2017 9:10:58 AM
Creation date
4/3/2017 7:51:49 AM
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Address Document
Street Name
10TH DR SE
Street Number
8726
Imported From Microfiche
Yes
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� RepuR <br /> Cronin Cus[om Homes <br /> ro p � i . luly 3l, 1990 <br /> p � s Pa;e 3 <br /> c � <br /> 7 H M <br /> y I <br /> K � � � COtiCLUS[ONS AtiD RECOi1D1Ei�'DATIONS <br /> H ;: <br /> O C '� <br /> 'd y N SLOPE STABILITY <br /> c�no � <br /> � H ° The underlying drift is a stable unit with respect to decp scatal slidM,. I do not consii the <br /> � �" � existing slopey to be unsta�le surficially, except possibly the sreeper areas that cou(d be disrurbe�.i <br /> � y � during site grading. These areas could be subject ro erosion and possible surticial sloughin; if lett <br /> o m H exposzd during periods of heavy rain. The erosion porential of the lower drift should be considered <br /> � � r low to moderate. <br /> M <br /> " ° �' SETBACKS <br /> "Ihe use of setbacks is to przvznt thr norm:il processes of the slope from inte�rering with tha <br /> struccure. The only impact the slope would have on the structure is the rasion and slough dzposition <br /> at the base. Whe-e the slopes above the structure are steeper than a 2:l (horizontal:venicai?, I <br /> re�ommend usir,, a l0 foot setback in orde. ro allow access at the base of the slope for oo[ential <br /> rnaincenance. "Ihis setback could be eliminatzd if specific precau[iuns are taken to reduce ihe <br /> ac�umulacion of tnz slop� dzbris. This sl�ould be zvaluated on a lot by lot basis. <br /> ��i�. <br /> �a liSH Of THIS REPORT <br /> ! �s�� This report has been written for Cronin Cusrom Homes, Inc. for cheir us� on a portion or this <br /> �"'� project. The data and �eport should be providzd ro prospective con[ractors far their biddin; or <br /> estimatin; purposes, but my report, conclusions and interpretations should not be construed as a <br /> '. �.� <br /> :arranty of the subsurface conditions. The scope of my services dors not include services related to <br /> construction safety preczu[ions, and my recommendations are no[ intended to dirzct the cuntracrors' <br /> m.� <br /> methods, techniques, sequences or procedures, zxcept as specifically described in my report for <br /> �.,�� � consideration in dzsign. <br /> This report has addresseci die area of the westzrn stzep slope only. Wi[hin [he limi[a[ions of <br /> 0��� scope, schedule and bud;et, my services have been executed in accordance with oener�lly accepezd <br /> practices in this area at the tima the report wss preparu:. Nu other conditions, express or implied. <br /> should be understood. <br /> I !1,�1. <br /> COUVi2GTT� G�OTGCIINIC.IL ENGL�EERIYG <br />
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